RHEOLOGICAL MODEL OF LATERALLY STRESSED FROZEN SOIL

A rheological model to represent the time dependent behavior of a frozen cohesive soil layer, while under lateral stress and at constant temperature, is introduced. Windsor clay was used for the experimental investigations carried out to correlate the stress-time and strain-time behavior of the actual frozen cohesive soil layer with the behavior of the mathematical model in order to establish a stress-strain- time relationship for the soil-ice-water system under investigation. /ASCE/

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/oclc/3519342
• Corporate Authors:

  American Society of Civil Engineers

  345 East 47th Street
  New York, NY  United States  10017-2398
• Authors:
  • Aziz, K A
  • Laba, J T
• Publication Date: 1976-8

Media Info

• Features: Appendices; Figures;
• Pagination: p. 825-839
• Serial:
  • Journal of Geotechnical and Geoenvironmental Engineering
  • Volume: 102
  • Issue Number: GT8
  • Publisher: American Society of Civil Engineers
  • ISSN: 1090-0241
  • Serial URL: http://ojps.aip.org/gto

Subject/Index Terms

• TRT Terms: Clay; Cohesive soils; Deformation curve; Frozen soils; Ice; Mathematical models; Properties of materials; Rheology; Soil water; Soils; Studies
• Uncontrolled Terms: Lateral pressure; Lateral stress
• Old TRIS Terms: Rheological studies; Soil characteristics
• Subject Areas: Geotechnology; Highways; Materials;

Filing Info

• Accession Number: 00141055
• Record Type: Publication
• Report/Paper Numbers: ASCE #12316
• Files: TRIS
• Created Date: Oct 6 1976 12:00AM